3. Factor Method: The frame shown is subjected to lateral loads as shown. Supports S, T, U V, W and X are rigid supports. Determine the following. a) The shear forces in columns and girders. b) The axial forces in columns and girders. c) The moment at the end of each member. d) Summarize your results by drawing the frame with the internal forces. 5.0 m 5.50 m 6.0 m 7.0 m 5.0 m (1b0+SN) KN • 1.51 1.51 1.51 1.51 144 kN. E 21 F 21 1.51 1.51 120 kN 1.51 21 21 K 2.51 J 1.51 21 2.51 21 21 31 96 IN 31 21 1.51 o 5. w THE VALUE OF SN IS 34 ROUND OFF THE ANSWER TO 3 DECIMAL PLACES 21 4.50 m 4.20 m 4.0 m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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3. Factor Method: The frame shown is subjected to lateral loads as shown. Supports S, T, U V, W and X
are rigid supports.
Determine the following.
a) The shear forces in columns and girders.
b) The axial forces in columns and girders.
c) The moment at the end of each member.
d) Summarize your results by drawing the frame with the internal forces.
5.0 m
5.50 m
6.0 m
7.0 m
5.0 m
(1b0+SN) KN •
1.51
1.51
1.51
1.51
144 kN.
E
21
F
21
1.51
1.51
120 kN
1.51
21
21
K
2.51
J
1.51
21
2.51
21
21
31
96 IN
31
21
1.51 o
5.
w
THE VALUE OF SN IS 34
ROUND OFF THE ANSWER TO 3 DECIMAL PLACES
21
4.50 m
4.20 m
4.0 m
Transcribed Image Text:3. Factor Method: The frame shown is subjected to lateral loads as shown. Supports S, T, U V, W and X are rigid supports. Determine the following. a) The shear forces in columns and girders. b) The axial forces in columns and girders. c) The moment at the end of each member. d) Summarize your results by drawing the frame with the internal forces. 5.0 m 5.50 m 6.0 m 7.0 m 5.0 m (1b0+SN) KN • 1.51 1.51 1.51 1.51 144 kN. E 21 F 21 1.51 1.51 120 kN 1.51 21 21 K 2.51 J 1.51 21 2.51 21 21 31 96 IN 31 21 1.51 o 5. w THE VALUE OF SN IS 34 ROUND OFF THE ANSWER TO 3 DECIMAL PLACES 21 4.50 m 4.20 m 4.0 m
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